Date post: | 11-Jun-2018 |
Category: |
Documents |
Upload: | trinhtuyen |
View: | 217 times |
Download: | 0 times |
Planning Level Cost EstimatesCost Component Cost
Construction (intersection) $155 - $196 millionRight-of-Way (intersection) $49 - $62 millionMaintenance (intersection, annually through 2040) $270,000 – $330,000Transit Capital (12 premium buses for corridor) $10.8 - $14.4 millionTransit Operating (BRT annually for corridor) $4.6 - $6.1 million
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Conceptual Alternative Alignment
Parcels Potentially Affected
Average Peak HourVehicle Delay
Existing
Alternative 1*
143 sec.2 cycle
368 sec.12 cycles
44 sec.1 cycle
2040 no-build
* Average delay includes traffic on express lanes which experience no delay. Buses in dedicated lanes have no delay at intersection.
SR 54 @ US 41Alternative 1 (B)
Evaluation Summary
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 25Square Feet of Property Potentially Acquired 712,809Driveways Potentially Modified 17
SR 54 Overpass –Over US 41
170’ Raised Median
12’ Left TurnLane (3)
12’ Travel
Lane (2)
5’ BikeLane
12’ Right Turn
Lane (2)
6’ Sidewalk
12’ Travel
Lane (3)
5’ BikeLane
6’ Sidewalk
10’ Shoulder
10’ Shoulder
12’ Travel
Lane (3)
14’ Walkway
12’ Express
Bus Lane
6’ Shoulder
(2)
4’ Shoulder
12’ Express
Bus Lane
4’ Shoulder
6’ Shoulder
(2)
12’ Travel
Lane (3)
“F” Shaped Traffic Railing“F” Shaped Traffic Railing
“F” Shaped Traffic Railing“F” Shaped Traffic Railing
43’ Raised Median
12’ TravelLane
12’ TravelLane
12’ TravelLane
5’ BikeLane
6’ Sidewalk
6’ Shoulder
12’ Left Turn
Lane
12’ Left Turn
Lane
12’ TravelLane
12’ TravelLane
5’ BikeLane
12’ Right Turn
Lane
6’ Sidewalk
6’ Shoulder
12’ TravelLane
10’ Shoulder
10’ Shoulder
12’ Travel Lane
12’ Travel Lane
12’ Travel Lane
12’ Travel Lane
6’ Shoulder
6’ Shoulder
Planning Level Cost EstimatesCost Component Cost
Construction (intersection) $89 - $113 millionRight-of-Way (intersection) $1.7 - $2.2 millionMaintenance (intersection, annually through 2040) $540,000 – $680,000Transit Capital (12 premium buses for corridor) $2.7 - $3.6 millionTransit Operating (express bus annually for corridor) $1.7 - $2.3 millionPotential Toll Revenue (through 2040) $15.7 million / mile
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Conceptual Alternative Alignment
Parcels Potentially Affected
Average Peak HourVehicle Delay
Existing
Alternative 2*
143 sec.2 cycle
368 sec.12 cycles
105 sec.2 cycles
2040 no-build
* Average delay includes traffic on express lanes which experience no delay.
SR 54 @ US 41Alternative 2 (C)
Evaluation Summary
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 20Square Feet of Property Potentially Acquired 103,294Driveways Potentially Modified 13
SR 54 –Express Lanes over
US 41
43’ Raised Median
12’ Travel Lane (3)
5’ Bike Lane
6’ Sidewalk
6’ Shoulder
12’ Left Turn Lane (2)
5’ BikeLane
12’ Right Turn
Lane
6’ Sidewalk
6’ Shoulder
12’ Travel
Lane (3)
“F” Shaped Traffic Railing“F” Shaped Traffic Railing
10’ Shoulder
10’ Shoulder
12’ Travel Lane (2)
12’ Travel Lane (2)
6’ Shoulder (2)
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Conceptual Alternative Alignment
Parcels Potentially Affected
Average Peak HourVehicle Delay
Existing
Alternative 3*
142 sec.2 cycle
368 sec.12 cycles
105 sec.2 cycles
2040 no-build
* Average delay includes traffic on express lanes which experience no delay. Express bus in express lanes has no delay.
SR 54 @ US 41Alternative 3 (D)
Evaluation Summary
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 20Square Feet of Property Potentially Acquired 104,795Driveways Potentially Modified 13
SR 54 –Express Lanes over
US 41
Planning Level Cost EstimatesCost Component Cost
Construction (intersection) $89 - $113 millionRight-of-Way (intersection) $1.7 - $2.2 millionMaintenance (intersection, annually through 2040) $540,000 – $680,000Transit Capital (12 premium buses for corridor) $2.7 - $3.6 millionTransit Operating (express bus annually for corridor) $1.7 – 2.3 millionPotential Toll Revenue (through 2040) $15.7 million / mile
60’ Raised Median
12’ Travel Lane (3)
5’ BikeLane
6’ Sidewalk
6’ Shoulder
12’ Left TurnLane (2)
5’ BikeLane
12’ Right Turn
Lane
6’ Sidewalk
6’ Shoulder
12’ Travel
Lane (3)
“F” Shaped Traffic Railing“F” Shaped Traffic Railing
10’ Shoulder
10’ Shoulder
12’ Travel
Lane (2)
12’ Travel
Lane (2)
6’ Shoulder (2)
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Conceptual Alternative Alignment
Parcels Potentially Affected
Average Peak HourVehicle Delay
Existing
Alternative 4*
143 sec.2 cycles
368 sec.12 cycles
105 sec.2 cycles
2040 no-build
* Average delay includes traffic on express lanes which experience no delay. Express bus in express lanes haw no delay.
SR 54 @ US 41Alternative 4 (F)
Evaluation Summary
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 20Square Feet of Property Potentially Acquired 139,004Driveways Potentially Modified 13
SR 54 –Express Lanes over
US 41
Planning Level Cost EstimatesCost Component Cost
Construction (intersection) $106 - $134 millionRight-of-Way (intersection) $55 - $70 millionMaintenance (intersection, annually through 2040) $310,000 – $390,000Transit Capital (12 premium buses for corridor) $2.7 - $3.6 millionTransit Operating (annually for corridor) $1.7 - $2.3 millionPotential Toll Revenue (through 2040) $15.7 million / mile
130’ Raised Median
12’ Left TurnLane (2)
5’ BikeLane
12’ Right Turn
Lane
6’ Sidewalk
6’ Shoulder
12’ Travel
Lane (3)
“F” Shaped Traffic Railing
12’ Travel Lane (3)
5’ BikeLane
6’ Sidewalk
6’ Shoulder
“F” Shaped Traffic Railing
14’ Walkway
10’ Shoulder
12’ Express
BusLane
12’ Travel
Lane (2)
6’ Shoulder (2)
10’ Shoulder
4’ Shoulder
12’ Travel
Lane (2)
12’ Express
BusLane
4’ Shoulder
6’ Shoulder (2)
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Conceptual Alternative Alignment
Parcels Potentially Affected
Average Peak HourVehicle Delay
Existing
Alternative 5*
143 sec.2 cycles
368 sec.12 cycles
105 sec.2 cycles
2040 no-build
* Average delay includes traffic on express lanes which experience no delay. Express bus in express lanes has no delay.
SR 54 @ US 41Alternative 5 (G)
Evaluation Summary
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 21Square Feet of Property Potentially Acquired 280,918Driveways Potentially Modified 13
SR 54 –Express Lanes over
US 41
Planning Level Cost EstimatesCost Component Cost
Construction (intersection) $140 - $177 millionRight-of-Way (intersection) $62 - $78 millionMaintenance (intersection, annually through 2040) $310,000 – $390,000Transit Capital (12 premium buses for corridor) $10.8 - $14.4 millionTransit Operating (BRT annually for corridor) $4.6 - $6.1 millionPotential Toll Revenue (through 2040) $15.7 million / mile
SR 54 @ US 41Alternative 6 (H)
Evaluation Summary
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Average Peak Hour Vehicle Delay
Existing
Alternative 6
143 sec.2 cycles
368 sec.12 cycles
368 sec.12 cycles
2040 no-build
Conceptual Alternative Alignment
Parcels Potentially Affected
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 20Square Feet of Property Potentially Acquired 213,301Driveways Potentially Modified 13
Planning Level Cost EstimatesCost Component Cost
Construction (intersection) $10 - $14 millionRight-of-Way (intersection) $10 - $14 millionMaintenance (intersection, annually through 2040) $40,000 - $50,000Transit Capital (12 premium buses for corridor) $10.8 - $14.4 millionTransit Operating (BRT annually for corridor) $4.6 – 6.1 million Transit riders have
minimal delay (<1 cycle).
34’ Raised Median
12’ Left TurnLane (2)
12’ Right Turn
Lane
6’ Raised Median
12’ Travel
Lane (3)
14’ Walkway
12’ Express
BusLane
6’ Shoulder
4’ Shoulder
12’ Express
BusLane
4’ Shoulder
6’ Shoulder
12’ Travel Lane (3)
5’ BikeLane
6’ Sidewalk
6’ Sidewalk
5’ BikeLane
SR 54 @ US 41Alternative 7 - CFI
Evaluation Summary
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Average Peak Hour Vehicle Delay
Existing
Alternative 7
143 sec.2 cycles
368 sec.12 cycles
89 sec.2 cycles
2040 no-build
Conceptual Alternative Alignment
Parcels Potentially Affected
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 29Square Feet of Property Potentially Acquired 343,334Driveways Potentially Modified 24
Planning Level Cost Estimates
Cost Component CostConstruction $65 - $82 millionRight-of-Way $65 - $82 millionMaintenance (annually through 2040) $220,000 - $270,000
SR 54 @ US 41Alternative 8 - PFI
Evaluation Summary
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Average Peak Hour Vehicle Delay
Existing
Alternative 7
143 sec.2 cycles
368 sec.12 cycles
56 sec.1 cycle
2040 no-build
Conceptual Alternative Alignment
Parcels Potentially Affected
Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact
Number of Parcels Potentially Affected 26Square Feet of Property Potentially Acquired 336,126Driveways Potentially Modified 25
Planning Level Cost Estimates
Cost Component CostConstruction $87 - $110 millionRight-of-Way $87 - $110 millionMaintenance (annually through 2040) $290,000 - $360,000
Costs for use of the PFI patent would be added based on future determination and project development.
SR 54 @ US 41Alternative 9 –Frontage Roads
Evaluation Summary
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Average Peak Hour Vehicle Delay
Existing
Alternative 9
143 sec.2 cycles
368 sec.12 cycles
256 sec.3 cycles
2040 no-build
Conceptual Alternative Alignment
Parcels Potentially Affected
Potential Business Impacts (1/4 mile from intersection)
Type of Impact Amount of ImpactNumber of Parcels Potentially Affected 29Square Feet of Property Potentially Acquired 441,955Driveways Potentially Modified 26
Planning Level Cost Estimates
Cost Component CostConstruction $54 - $68 millionRight-of-Way $54 - $68 millionMaintenance (annually through 2040) $180,000 - $230,000
SR 54 @ US 41Alternative 10 –
Optimal IntersectionDesign Combined with
Elevated lanes
DRAFT – Conceptual/Planning Level Analysis
Phase 1 Recommendations of Task Force (12 Alternatives)
Alt. No. West Task Force Alternative Description East Task
Force
1 Elevated Lanes at Major Intersections; Bus or Rail in Separate Lanes (B)
2 Elevated Express Lanes (entire length); No Bus Service in Elevated Lanes (C)
3 Elevated Express Lanes (entire length); Bus Service in Elevated Lanes (D)
4 Elevated Express Lanes At Major Intersections; Express Lanes on the Ground for Remainder; Bus Service in Express Lanes (F)
5 Elevated Express Lanes At Major Intersections; Express Lanes on the Ground for Remainder; Bus or Rail in Separate Lanes (G)
6 Bus or Rail in Separate Lanes on the Ground (H)
6 Roadway & Transit Build Alternatives
Alt. No. West Task Force Alternative Description East Task
Force
7 Continuous Flow Intersection
8 Parallel Flow Intersection
9 Frontage / bypass / service road
10 Optimal intersection design combined with elevated lanes
11 Triple left‐turn and single right‐turn lanes at all approaches
1 No‐Build Alternative
Alt. No. West Task Force Alternative Description East Task
Force
12 No‐Build Alternative
5 Complementary Alternatives
Project Team recommended delaying the evaluation of this alternative, pending discussion of and direction from the Task Force.
SR 54 @ US 41Alternative 11 –
Triple LeftsEvaluation Summary
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business
Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Average Peak Hour Vehicle Delay
Existing
Alternative 11
143 sec.2 cycles
368 sec.12 cycles
158 sec.2 cycles
2040 no-build
Conceptual Alternative Alignment
Parcels Potentially Affected
Potential Business Impacts (1/4 mile from intersection)
Type of Impact Amount of ImpactNumber of Parcels Potentially Affected 20Square Feet of Property Potentially Acquired 103,235Driveways Potentially Modified 21
Planning Level Cost Estimates
Cost Component CostConstruction $630,000 - $790,000Right-of-Way $630,000 - $790,000Maintenance (annually through 2040) $8,000 - $10,000
SR 54 @ US 41Alternative 12 –
No-Build
Travel Time Reduction
Consistency with County Goals
Consistency with Planned N/S Transit
Minimizing Environmental Impact (noise & visual impacts)
Pedestrian & Bicycle Safety Potential Risks Intersection Level of
ServiceEstimated Business Relocations/ Takings Capital & ROW Costs
Evaluation Summary
Poor Good
DRAFT – Conceptual/Planning Level Analysis
Intersection Detail
Average Peak Hour Vehicle Delay
Existing
143 sec.2 cycles
368 sec.12 cycles
2040 no‐build